Simulated data on bond of steel reinforcement in self-compacting concrete
In this paper, the data were simulated using the bond model, proposed in a previously published research article of the author, to predict the peak bond stress in self-compacting concrete (SCC). The parameters considered were the concrete compressive strength, the geometrical properties of the reinf...
- Autores:
-
Sabau, Marian
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2020
- Institución:
- Corporación Universidad de la Costa
- Repositorio:
- REDICUC - Repositorio CUC
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.cuc.edu.co:11323/6293
- Acceso en línea:
- https://hdl.handle.net/11323/6293
https://repositorio.cuc.edu.co/
- Palabra clave:
- Self-compacting concrete
Bond model
Pull-out failure
Confining reinforcement
Relative rib area
Data analysis
Hormigón autocompactante
Modelo de enlace
Falla de extracción
Refuerzo de confinamiento
Área de costilla relativa
Análisis de los datos
- Rights
- openAccess
- License
- CC0 1.0 Universal
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| dc.title.spa.fl_str_mv |
Simulated data on bond of steel reinforcement in self-compacting concrete |
| dc.title.translated.spa.fl_str_mv |
Datos simulados sobre la unión del refuerzo de acero en hormigón autocompactante |
| title |
Simulated data on bond of steel reinforcement in self-compacting concrete |
| spellingShingle |
Simulated data on bond of steel reinforcement in self-compacting concrete Self-compacting concrete Bond model Pull-out failure Confining reinforcement Relative rib area Data analysis Hormigón autocompactante Modelo de enlace Falla de extracción Refuerzo de confinamiento Área de costilla relativa Análisis de los datos |
| title_short |
Simulated data on bond of steel reinforcement in self-compacting concrete |
| title_full |
Simulated data on bond of steel reinforcement in self-compacting concrete |
| title_fullStr |
Simulated data on bond of steel reinforcement in self-compacting concrete |
| title_full_unstemmed |
Simulated data on bond of steel reinforcement in self-compacting concrete |
| title_sort |
Simulated data on bond of steel reinforcement in self-compacting concrete |
| dc.creator.fl_str_mv |
Sabau, Marian |
| dc.contributor.author.spa.fl_str_mv |
Sabau, Marian |
| dc.subject.spa.fl_str_mv |
Self-compacting concrete Bond model Pull-out failure Confining reinforcement Relative rib area Data analysis Hormigón autocompactante Modelo de enlace Falla de extracción Refuerzo de confinamiento Área de costilla relativa Análisis de los datos |
| topic |
Self-compacting concrete Bond model Pull-out failure Confining reinforcement Relative rib area Data analysis Hormigón autocompactante Modelo de enlace Falla de extracción Refuerzo de confinamiento Área de costilla relativa Análisis de los datos |
| description |
In this paper, the data were simulated using the bond model, proposed in a previously published research article of the author, to predict the peak bond stress in self-compacting concrete (SCC). The parameters considered were the concrete compressive strength, the geometrical properties of the reinforcing bar, and the confining reinforcement. The data consisted of 500 simulations for various concrete grades (C12, C16, C20, C25, C30, C35, C40, C45, and C50) and reinforcing bar diameters (10, 12, 16, 20, and 25 mm). Exploratory data analysis (EDA) was conducted and descriptive statistics were used to analyse all the data and some subsets of interest. These data can be reused in a finite element analysis software to explicitly model the bond between SCC and reinforcing bars through point-to-point or surface-to-surface contact. |
| publishDate |
2020 |
| dc.date.accessioned.none.fl_str_mv |
2020-05-27T19:42:56Z |
| dc.date.available.none.fl_str_mv |
2020-05-27T19:42:56Z |
| dc.date.issued.none.fl_str_mv |
2020-04-14 |
| dc.type.spa.fl_str_mv |
Artículo de revista |
| dc.type.coar.fl_str_mv |
http://purl.org/coar/resource_type/c_2df8fbb1 |
| dc.type.coar.spa.fl_str_mv |
http://purl.org/coar/resource_type/c_6501 |
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Text |
| dc.type.driver.spa.fl_str_mv |
info:eu-repo/semantics/article |
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http://purl.org/redcol/resource_type/ART |
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info:eu-repo/semantics/acceptedVersion |
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http://purl.org/coar/resource_type/c_6501 |
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acceptedVersion |
| dc.identifier.issn.spa.fl_str_mv |
2352-3409 |
| dc.identifier.uri.spa.fl_str_mv |
https://hdl.handle.net/11323/6293 |
| dc.identifier.doi.spa.fl_str_mv |
10.1016/j.dib.2020.105594 |
| dc.identifier.instname.spa.fl_str_mv |
Corporación Universidad de la Costa |
| dc.identifier.reponame.spa.fl_str_mv |
REDICUC - Repositorio CUC |
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https://repositorio.cuc.edu.co/ |
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2352-3409 10.1016/j.dib.2020.105594 Corporación Universidad de la Costa REDICUC - Repositorio CUC |
| url |
https://hdl.handle.net/11323/6293 https://repositorio.cuc.edu.co/ |
| dc.language.iso.none.fl_str_mv |
eng |
| language |
eng |
| dc.relation.ispartof.spa.fl_str_mv |
https://ezproxy.cuc.edu.co:2062/science/article/pii/S2352340920304881?via%3Dihub |
| dc.relation.references.spa.fl_str_mv |
[1] M. Sabău Bond of steel reinforcement in self-compacting concrete Mendeley Data. v3 (2020), 10.17632/4j8hcv62j3.3 Google Scholar [2] M. Sabău, I. Pop, T. Oneţ Experimental study on local bond stress-slip relationship in self-compacting concrete Mater. Struct., 49 (2016), pp. 3693-3711, 10.1617/s11527-015-0749-5 CrossRefView Record in ScopusGoogle Scholar [3] fib fib Model Code for Concrete Structures 2010 Wiley-VCH Verlag GmbH & Co. KGaA, Weinheim, Germany (2013), p. 2013, 10.1002/9783433604090 Google Scholar [4] ACI Committee 408 ACI 408R-03: Bond and Development of Straight Reinforcing Bars in Tension American Concrete Institute (2003) Google Scholar |
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CC0 1.0 Universal |
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http://creativecommons.org/publicdomain/zero/1.0/ |
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info:eu-repo/semantics/openAccess |
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http://purl.org/coar/access_right/c_abf2 |
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CC0 1.0 Universal http://creativecommons.org/publicdomain/zero/1.0/ http://purl.org/coar/access_right/c_abf2 |
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openAccess |
| dc.publisher.spa.fl_str_mv |
Data in Brief |
| institution |
Corporación Universidad de la Costa |
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Sabau, Marian2020-05-27T19:42:56Z2020-05-27T19:42:56Z2020-04-142352-3409https://hdl.handle.net/11323/629310.1016/j.dib.2020.105594Corporación Universidad de la CostaREDICUC - Repositorio CUChttps://repositorio.cuc.edu.co/In this paper, the data were simulated using the bond model, proposed in a previously published research article of the author, to predict the peak bond stress in self-compacting concrete (SCC). The parameters considered were the concrete compressive strength, the geometrical properties of the reinforcing bar, and the confining reinforcement. The data consisted of 500 simulations for various concrete grades (C12, C16, C20, C25, C30, C35, C40, C45, and C50) and reinforcing bar diameters (10, 12, 16, 20, and 25 mm). Exploratory data analysis (EDA) was conducted and descriptive statistics were used to analyse all the data and some subsets of interest. These data can be reused in a finite element analysis software to explicitly model the bond between SCC and reinforcing bars through point-to-point or surface-to-surface contact.En este documento, los datos se simularon utilizando el modelo de enlace, propuesto en un artículo de investigación publicado anteriormente por el autor, para predecir el esfuerzo de enlace máximo en el hormigón autocompactante (SCC). Los parámetros considerados fueron la resistencia a la compresión del hormigón, las propiedades geométricas de la barra de refuerzo y el refuerzo de confinamiento. Los datos consistieron en 500 simulaciones para varios grados de concreto (C12, C16, C20, C25, C30, C35, C40, C45 y C50) y diámetros de barras de refuerzo (10, 12, 16, 20 y 25 mm). Se realizó un análisis exploratorio de datos (EDA) y se utilizaron estadísticas descriptivas para analizar todos los datos y algunos subconjuntos de interés. Estos datos se pueden reutilizar en un software de análisis de elementos finitos para modelar explícitamente la unión entre SCC y las barras de refuerzo a través del contacto punto a punto o de superficie a superficie.Sabau, Marian-will be generated-orcid-0000-0002-6595-2323-600engData in Briefhttps://ezproxy.cuc.edu.co:2062/science/article/pii/S2352340920304881?via%3Dihub[1] M. Sabău Bond of steel reinforcement in self-compacting concrete Mendeley Data. v3 (2020), 10.17632/4j8hcv62j3.3 Google Scholar[2] M. Sabău, I. Pop, T. Oneţ Experimental study on local bond stress-slip relationship in self-compacting concrete Mater. Struct., 49 (2016), pp. 3693-3711, 10.1617/s11527-015-0749-5 CrossRefView Record in ScopusGoogle Scholar[3] fib fib Model Code for Concrete Structures 2010 Wiley-VCH Verlag GmbH & Co. KGaA, Weinheim, Germany (2013), p. 2013, 10.1002/9783433604090 Google Scholar[4] ACI Committee 408 ACI 408R-03: Bond and Development of Straight Reinforcing Bars in Tension American Concrete Institute (2003) Google ScholarCC0 1.0 Universalhttp://creativecommons.org/publicdomain/zero/1.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Self-compacting concreteBond modelPull-out failureConfining reinforcementRelative rib areaData analysisHormigón autocompactanteModelo de enlaceFalla de extracciónRefuerzo de confinamientoÁrea de costilla relativaAnálisis de los datosSimulated data on bond of steel reinforcement in self-compacting concreteDatos simulados sobre la unión del refuerzo de acero en hormigón autocompactanteArtículo de revistahttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1Textinfo:eu-repo/semantics/articlehttp://purl.org/redcol/resource_type/ARTinfo:eu-repo/semantics/acceptedVersionPublicationORIGINALSimulated data on bond of steel reinforcement.pdfSimulated data on bond of steel reinforcement.pdfapplication/pdf1170631https://repositorio.cuc.edu.co/bitstreams/9ccd1097-875a-4ce5-bc7e-7be86a94f9b0/downloadbe007e40e37ddcd3cbc65460e9038585MD51CC-LICENSElicense_rdflicense_rdfapplication/rdf+xml; charset=utf-8701https://repositorio.cuc.edu.co/bitstreams/a358be2b-c5ce-4bb5-b68f-e065169704fa/download42fd4ad1e89814f5e4a476b409eb708cMD52LICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://repositorio.cuc.edu.co/bitstreams/e3bc0916-c2ed-47f2-b4ef-6c44f00f43e7/download8a4605be74aa9ea9d79846c1fba20a33MD53THUMBNAILSimulated data on bond of steel reinforcement.pdf.jpgSimulated data on bond of steel reinforcement.pdf.jpgimage/jpeg30872https://repositorio.cuc.edu.co/bitstreams/01f7b9d8-d7f4-4bc7-8faf-1a168659868b/download76280d43a06ed50cceca7ba2f556f0beMD54TEXTSimulated data on bond of steel reinforcement.pdf.txtSimulated data on bond of steel reinforcement.pdf.txttext/plain15269https://repositorio.cuc.edu.co/bitstreams/0e197c00-b417-4859-ba3d-eea010b40b2b/download7294d02d6aeb37642079edd4345b278cMD5511323/6293oai:repositorio.cuc.edu.co:11323/62932024-09-17 11:04:02.512http://creativecommons.org/publicdomain/zero/1.0/CC0 1.0 Universalopen.accesshttps://repositorio.cuc.edu.coRepositorio de la Universidad de la Costa CUCrepdigital@cuc.edu.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 |